Deformation and failure mechanism of Yanjiao rock slope influenced by rainfall and water level fluctuation of the Xiluodu hydropower station reservoir.

With the construction of the Xiluodu hydropower station on the Jinsha River, the reservoir impoundment began in 2013 and the water level fluctuates annually between 540 m and 600 m above sea level. The Yanjiao rock slope which is located on the left bank of the Jinsha River 75 km upstream of the Xiluodu dam site, began to deform in 2014. The potential failure of the slope not only threatens Yanjiao town but also affects the safe operation of the Xiluodu reservoir. This paper is to find the factors influencing the Yanjiao slope deformation through field investigation, geotechnical reconnaissance, and monitoring. Results show that the Yanjiao slope can be divided into a bank collapse area (BCA) and a strong deformation area (SDA) based on the crack distribution characteristics of the slope. The rear area of the slope has been experiencing persistent deformation with a maximum cumulative displacement (GPS monitoring point G4) of 505 mm and 399 mm in the horizontal and vertical directions, respectively. The potential failure surface of the slope is formed 36 m below the surface based on the borehole inclinometer. The bank collapses of the Yanjiao slope are directly caused by the reservoir impoundment while the deformation area of the slope is affected by the combination of the rainfall and reservoir water level fluctuation. Based on mechanism of the Yanjiao slope, prestressed anchor combined with the surface drainage and slope unloading are recommended to prevent potential deformation. [ABSTRACT FROM AUTHOR]